Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 3
The first test block subjected the wire rope / grip through a cyclic load equivalent to ten , 100 - year storms ; the second equivalent of forty - five , 1 - year storms and the third phase comprised a wire rope pull test to determine ...
The first test block subjected the wire rope / grip through a cyclic load equivalent to ten , 100 - year storms ; the second equivalent of forty - five , 1 - year storms and the third phase comprised a wire rope pull test to determine ...
Page 498
Fundamentally , the model consists of one or more layers of armor wires helically laid around a central core ( helical wires may also lie within the core ) ... The core and helical wire components , and cable loads are described below .
Fundamentally , the model consists of one or more layers of armor wires helically laid around a central core ( helical wires may also lie within the core ) ... The core and helical wire components , and cable loads are described below .
Page 499
Numerical algorithms to account for circumferential " locking " of helical wire layers , and the inclusion of experimental data describing the nonlinear compressive properties of bedding layers are also employed in the model .
Numerical algorithms to account for circumferential " locking " of helical wire layers , and the inclusion of experimental data describing the nonlinear compressive properties of bedding layers are also employed in the model .
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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Common terms and phrases
analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |